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  2. Finance Committee - Agenda - 3/17/2021 - P566

Finance Committee - Agenda - 3/17/2021 - P566

By dnadmin on Mon, 11/07/2022 - 13:46
Document Date
Fri, 03/12/2021 - 12:03
Meeting Description
Finance Committee
Document Type
Agenda
Meeting Date
Wed, 03/17/2021 - 00:00
Page Number
566
Image URL
https://nashuameetingsstorage.blob.core.windows.net/nm-docs-pages/fin_a__031720…

STR AahDORHERDNaOSIOMTES, MS

NOTES:

HDPE PIPE FOR GAS COLLECTION SHALL BE SDR 17. FITTINGS MAYBE SDR 17 OR SDR 11

n

COMPRESSED AIR PIPE SHALL BE SDR 9 HDPE.

CONDENSATE MAINS SHALL BE SDR 11 HDPE.

Py

NOTE:

4. PROVIDE SLACK IN GEOMEMBRANE BOOTS TO ALLOWFOR FUTURE SETTLEMENT

pO

4. SOLID HDPE PIPE SHALL BE BUTT-FUSION WELDED UNLESS OTHERWISE INDICATED. 3
BENTONITE SEAL

5. ON LANDFILL SIDESLOPES, PROVIDE MINIMUM 2 FEET OF COVER OVER SOLID HDPE PIPE AND.

STABILIZE AGAINST EROSION.
6. EXCESS EXCAVATED WASTE SHALL BE HAULED TO ACTIVE FACE OF THE LANDFILL FOR i

DISPOSAL.

4° MIN,
METALLIC t

WARNING TAPE

EXISTING GRADE 6 MIL. THICK PEWRAP

2"@ SDR 9 HDPE ~

COMPRESSED AIR PIPE

excavarto’)

(MATERIAL
a

2" SDR 9 HDPE PIPE
(COMPRESSED AIR)

3'@ SDR 11 HDPE PIPE
(CONDENSATE MAIN)

I—— 6" SDR 17 HDPE PIPE

6" MIN

3! MIN. ——™|

f~— 2! MIN.

FITTINGS:

NOT TO SCALE

COMBINED PIPE TRENCH

NOT TO SCALE

EXISTING
CONCRETE
BLOCK WALL
(HEIGHT
VARIES)

EXISTING SMOOTH
60-MIL HDPE
GEOMEMBRANE

x
GEOTEXTILES
INSTALL DRAINTUBE™ ROLL ON
GROUND AT EXISTING GRADE
(DRAINTUBE MODEL 600CWLFG2 D25)

BACKFILL WITH
COVER MATERIAL
PROVIDED BY CITY

EXISTING
GRADE \

1"@ PERFORATED DRAINTUBE™
MINLPIPE (TYP)

2% SLOPE (MIN)

cromen

ONE ROLL WIDTH
(2)

SECTION VIEW

DRAINTUBE SURFACE COLLECTION LAYER
INSTALLED OUTSIDE OF SETBACK WALL

QUICK CONNECT
FITTIN

IG

(SUPPLIED BY
DRAINTUBE™)

(@) COMPRESSED AIR PIPE ISOLATION VALVE

8" SCH 80 HDPE PIPE
SOLID PVC PIPE er NEOPREANE SEAL
AND CAULK
GROUND SURFACE
STAINLESS STEEL EXTRUSION WELD
il a BAND CLAMP (TYP}
2"@ HDPE BALL VALVE WITH ENCLOSED i HL
STEEL STEM EXTENSION OR APPROVED 14 i
EQUAL, SHALL HAVE THE SAME OR GREATER
PRESSURE RATING AS THE SDR 9 HDPE PIPE. s0-mil TEXTURED 30-mil TEXTURED
L GEOMEMBRANE GEOMEMBRANE
MNPT C
‘TRANSITION “> LO
PVC PIPE HDPE PIPE
NOT TO SCALE
HEAT BOND
GEOTEXTILES
SNAP
COUPLER
— ONE ROLL OTH ————_____+|
HEAT BOND 1" PERFORATED
GEOTEXTILES ar ee)
I !
| I EXISTING
| \ EXITING SECTION VIEW
I I BLOCK WALL
I |
! 7
| ! -+¥—— 10" —|
I !
\ 1" PERFORATED
I DRAINTUBE™
| \ MINL-PIPE (TYP}
P\X Tp fe
I !
I t
- = ! SNAP
a LLU LD \ COUPLER
\ 6" SOLID HDPE PIPE J _!
END CAP 2% MIN. |
ld
PLAN VIEW
PLAN VIEW

DRAINTUBE CONNECTION TO HDPE PIPE

DRAINTUBE ROLL

JOINING (ENDS)

————

NOT TO SCALE NOT TO SCALE
NOTTO SCALE
CONCRETE BLOCK WALL CORRECTIVE ACTION PROJECT NUMBER
DRAWN BY: R. CLAY
DESIGNED BY: R. CLAY CITY OF NASHUA
. FOUR HILLS LANDFILL 3066.21
S N B O R N H E D SCALE AS NOTED D BY: E. STEINHAUSER NASHUA, NEW HAMPSHIRE
f \ f \ PROJECTMGR: R. CLAY SHEET NUMBER:
Pic: E. STEINHAUSER DETAILS 6OFG
DATE: JANUARY 2021

Page Image
Finance Committee - Agenda - 3/17/2021 - P566

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